HomeMy WebLinkAboutS-425505Z
ti
O
Z
O
420
410
STA. 41128. 55, 5. 00' L T
TYPE 1-48"
RIM 429.15
8" IF OUT 421.18 (S)
SEE SHEETS C5.09-05.10 -
SEWER MANHOLE
PER C. O.R. STD DTL 400.1,
SEE SHEET C531 (TYP)
41 *24. 88 TOP OF SLOPE
END ROAD (TYP)
40 r5 7.5'� h ��
41 ,\ I I PROPOSED FINISH
FOR SEWER SERVICE L/NE
42
DESIGN (TYP)
SEWER EASEMENT
-
SEE SHEET
=�
C5. 01
4.3
0
44
46
I
12*89.35, ROAD A =
I.
45
54f59.91, ROW 4
71L PVC
00.0051
O
\
NI+IN
00
(V
W
L
GRADE CONTOUR
(TYP)
SIDE SEWER
PER C.O.R. STD DTL 406.1,
SEE SHEET C5.31 (TYP)
/ EX TREE
TO BE SA VED
(TYP)
I I
TRACT G
(OPEN SPACE)
I
IX
lui I 75LF 8" PVC �� I
I- 0.0051 PROPERTY LINE
TYP
75, 1 (TYP)
w� 31f75.50
MI
END ROAD
N 30f98.50, ROW 3
�30 . w I I I ' J`' I I I 40f 00. 00, ROW 3A I m \ o
15' \ l ��� EX GROUND
\ - I I CONTOUR (TYP)
I I 31 32 33 34 III 35 1361 37 oN c
SEE SHEET 10' UTILITY SSMH 17 SSI/IH 19
C5.01 EASEMENT (TYP) STA. 30f 93.50, 7.00' RT STA. 31 f 68.50, 7.00' RT
TYPE 1-48" TYPE 1-48"
SSMH 16 RIM 427.94 RIM 425.00
STA. 30f22.50, 7.00' RT 8" IF /N 416.95 (N) 8" IE OUT 417.33 (W)
TYPE 1-48" 8" 1E /N 416.95 (E)
RIM 429.83 8" If OUT 416.85 (W)
8" IE /N 416.49 (E) SEWER EASEMENT
8" 1E OUT 416.39 (W)
PROPOSED GRADE �2
0 ROAD � (TYP) n
II ^.
N
EXISTING GROUND
. 0 ROAD f (TYP)
m
- ASPHAL T THICKENED EDGE 430
TO BE ADDED TO END OF ROW 3,
TO DIRECT DRAINAGE TO CB 21
31*75. 50 = ROW 3
-EL: 42458
END ROD IMPROVEMENT
\ 420
71LF 8"
0
PVC 0 0.0051 75LF 8" PVC 0 0.0051
. .
. QP)
I
^��I W
� :`
"J��, W 4
(^ �0000013
(�-�-,,�W
r^�tQo
PROPOSED ELEV.
0 ROAD � (TYP)
EX/S7ING ELEV. -
0 ROAD � (TYP)
o `o
of
30+00
ROW 3 (E ST-WEST)
HOR/Z. SCALE- 1 "=30'
INERT. SCA E.• 1" 5'
30+50 31+00 31+50 32+00
UNDERGROUND LOCATOR SERVICE
CALL BEFORE YOU DIG.
8/g1
1
3
410
32+50
REVISED
PER
CITY
COMMENTS
REVISED
PER
CITY
COMMENTS
REVISED
PER
CITY
COMMENTS
N.11207im •
M/
430
420
410
`(EYMAP
N
SEWER LEGEND
SEE SHEETS C7.02-C7.04 FOR
UTILITY CROSSING NFORMA T/ON. 0
O
PROPOSED GRADE -
3
0 ROAD f (TYP)
II
EX/STING GROUND
n
� �
9 ROAD f (TYP) �
o�dN
136LF 8
pVC 0 0.03
II
moo
o
GRADE BREAK
41f29.55
EL: 429.13
i
m/
SEWER PIPE
SEWER SERVICE
SEWER EASEMENT
EXISTING SEAER PIPE SCALE: 1 " = 3 O'
SEWER PIPE FLOW ARROW
SEWER STRUCTURE 0 15 30 60
SEWER CLEANOUT
GENERAL NOTES
1. ALL CONSTRUCAON SHALL BE /N ACCORDANCE WITH CITY OF RENTON STANDARD SPECIFICAAONS.
2. WHERE THE WATER MAIN INSTALLA77ON CROSSES OVER SANITARY SEWERS, THE MINIMUM VERACAL
SEPARATION SHALL BE 18 INCHES, OR CONSTRUCAON SHALL BE /N ACCORDANCE WITH DOE
CRITERIA FOR SEWAGE WORKS DESIGN (SEE DETAILS).
3. ALL SIDE SEWER TEES SHALL BE FIELD LOCATED.
4. CONTRACTOR SHALL FIELD VERIFY CONNEC77ON TO EXISTING PIPE FOR PROPER AS-BU/L T
430 ELEVAAON PRIOR TO CONSTRUCTION OF MANHOLE OVER LINE.
SIDE SEWER NOTES
420
410
PROPOSED ELEV.
0 ROAD � (TYP) RO 3 (NORTH -SOUTH)
EX/S7ING ELEV. HOR/Z. SCALE- 1 "30'
0 ROAD f (TYP) INERT. SCALE- 1" 5'
40+00 40+50 41+00 41+50 42+00
M J S
7/26/23
HHH
SURVEYED:
SY OTHERS
SCALE:
AS NOTED
K E L
9/ 12/23
HHH
DESIGNED:
ROLL/ HEAVR/N
KEL
10/11/22
HHH
DRAWN:
MARY MOORE
ONE INCH
CHECKED:
ROLL/ HEA VR/N
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
BY
DATE
APPR
APPROVED:
ROLL/ HEA VR/N
VERnCAL NAVD 1988
HORIZONTAL- NAD 1983/1991 CITY OF
RENTON
DATUM
Planning/Building/Public Works Dept.
I MIN/MUM SLOPE ON 6" SIDE SEWER LINES /S 2%
2. UNITS NUMBERS MARKED WITH A "*" W/LL HA VE BACKWA TER VA VES INSTALLED ON THE
PRIVATE SIDE (UPSTREAM) OF THE CLEANOUT AT THE END OF THE SIDE SEWERS.
3. SEE SEWER SERWCES PLAN ON SHEET C5.09 AND C5.10 FOR SIDE SEWER /NFORMAT/ON.
O
O
N
N
10/11 /23
CIVIL ENGINEERING
LANDSCAPE ARCHITECTURE
PLANNING
DESIGN SURVEYING
12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877
S-425505
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING WASTEWATER UTILITY
yqi 12/06/2023 jstowell 11 /13/2023
N
H
DATE:
O
TOWNS ON 12TH 101111202J
3916 & 3926 NE 12TH ST, RENTON, WA 98056 FIELDBOOK:
PAGE:
WING NO:
SA NITA R Y SEWER PLAN & PROF/LE DRAC5. 04
ROW 3 (E- W & N-S) SHEET: OF:
40 93